Chinese Journal of Ship Research, Volume. 19, Issue 6, 268(2024)

Response analysis of large container ship bridge wing structures under dynamic wind loads

Weipeng ZHOU... Fang SU, JiaLun WANG, Shifeng DING and Qingfeng WANG |Show fewer author(s)
Author Affiliations
  • School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212114, China
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    Objectives

    The aim of this paper is to study the influence of wind load on the safety of the bridge wing structure of a large container ship.

    Methods

    The variation patterns of dynamic wind load at different vertical positions are investigated and a method is proposed that applies dynamic nonlinear wind load. ABAQUS software is used to solve the nonlinear finite element model of the bridge wing structure and obtain the stress and deformation results of the structure under dynamic wind load. The synergistic effects of multiple loads on the structural response are then obtained and compared with the results of static wind load structural strength calculations in order to explore the impact of dynamic wind load effects on the response of upper building structures.

    Results

    The results indicate that the dynamic effects of wind load significantly affect the bridge wing structure, causing periodic oscillations of the bridge wing and leading to significant structural periodic responses under the combined action of multiple loads.

    Conclusions

    The findings of this study can provide important references for further understanding and considering the role of wind load in structural design.

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    Weipeng ZHOU, Fang SU, JiaLun WANG, Shifeng DING, Qingfeng WANG. Response analysis of large container ship bridge wing structures under dynamic wind loads[J]. Chinese Journal of Ship Research, 2024, 19(6): 268

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    Paper Information

    Category: Ship Structure and Fittings

    Received: Aug. 1, 2023

    Accepted: --

    Published Online: Mar. 14, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.03490

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